Seismic response of RC framed buildings designed according to eurocodes

JUAN CARLOS VIELMA PEREZ, Alex Barbat, Sergio Oller

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

3 Scopus citations

Abstract

In order to ensure that a structure does not collapse when subjected to the action of strong ground motions, modern codes include prescriptions in order to guarantee the ductile behavior of the elements and of the whole structure. Obviously, it would be of special importance for the designer to know during the design process the extent of damage that the structure will suffer under the seismic action specified by the design spectrum and also the probability of occurrence of different states of behaviour. The incremental nonlinear static analysis procedure used in this paper allows formulating a new, simplified, seismic damage index and damage thresholds associated with five limit states. The seismic behavior of a set of regular reinforced concrete buildings designed according to the EC-2/EC-8 prescriptions for a high seismic hazard level is then studied using the proposed damage index and damage states. Fragility curves and damage probability matrices corresponding to the performance point are calculated for the studied buildings. The obtained results show that the collapse damage state is not reached in the buildings designed according the prescriptions of EC-2/EC-8 and also that the damage does not exceed the irreparable damage limit state.

Original languageEnglish
Title of host publicationComputational Methods in Earthquake Engineering
EditorsManolis Papadrakakis, Michalis Fragiadakis, Nikos D. Lagaros
PublisherSpringer Netherland
Pages201-220
Number of pages20
ISBN (Print)9789400700529
DOIs
StatePublished - 1 Jan 2011
Event2nd International Conference on Computational Methods in Earthquake Engineering, COMPDYN 2009 - Island of Rhodes, Greece
Duration: 22 Jun 200924 Jun 2009

Publication series

NameComputational Methods in Applied Sciences
Volume21
ISSN (Print)1871-3033

Conference

Conference2nd International Conference on Computational Methods in Earthquake Engineering, COMPDYN 2009
CountryGreece
CityIsland of Rhodes
Period22/06/0924/06/09

Keywords

  • Ductility
  • Non-linear analysis
  • Objective damage index
  • Overstrength
  • Seismic safety

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